This paper deals with the dynamic analysis of infinite beam models. The translational and the rotational dynamic stiffness of both Timoshenko and EulerβBernoulli beams on Winkler foundation are derived and compared in the frequency-domain. The situation of vanishing elastic foundation is included as
DECOUPLING LONGITUDINAL AND TRANSVERSE VIBRATIONS OF A CYLINDRICAL BEAM IN TIME AND FREQUENCY DOMAINS
β Scribed by R. Sun; F. Otuonye; C. Van Karsen; J. Ligon
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 274 KB
- Volume
- 201
- Category
- Article
- ISSN
- 0022-460X
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